JPH0773714B2 - Wastewater nitrification method - Google Patents
Wastewater nitrification methodInfo
- Publication number
- JPH0773714B2 JPH0773714B2 JP1020317A JP2031789A JPH0773714B2 JP H0773714 B2 JPH0773714 B2 JP H0773714B2 JP 1020317 A JP1020317 A JP 1020317A JP 2031789 A JP2031789 A JP 2031789A JP H0773714 B2 JPH0773714 B2 JP H0773714B2
- Authority
- JP
- Japan
- Prior art keywords
- nitrification
- wastewater
- alkalinity
- rate
- buffer
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Description
【発明の詳細な説明】 [産業上の利用分野] 本発明は廃水の硝化方法に係り、特にアンモニアを含む
有機性廃水を生物学的に硝化する方法に関する。TECHNICAL FIELD The present invention relates to a method for nitrifying wastewater, and more particularly to a method for biologically nitrifying an organic wastewater containing ammonia.
[従来の技術] 従来、し尿等のアンモニアをむ有機性廃水の生物学的脱
窒プロセスでは廃水中のアンモニアイオン(NH4 +)が全
て亜硝酸イオン(NO2 -)、更には硝酸イオン(NO3 -)に
硝化された後、N2に脱窒素されている。[Prior Art] Conventionally, ammonium ions in the waste water in the biological denitrification process ammonia human waste such as non-organic waste water (NH 4 +) are all nitrite ions (NO 2 -), more nitrate ( NO 3 - after being nitrification in), which is denitrification in N 2.
一方、化学的脱窒素プロセスとして、下記反応によりア
ンモニアイオン(NH4 +)亜硝酸イオン(NO2 -)から NH4 ++NO2 -→N2+2H2O …(I) の反応で脱窒素する方法が知られている。例えば、千谷
利三著「無機化学」第13章第600頁には、純粋な化学窒
素の製造法の一例として、下記反応式 NH4NO2→N2+2H2O …(II) が挙げられており、濃厚な水溶液を70℃に熱してNH4NO2
を分解することが記載されている。また、触媒として第
2鉄塩等を用いることにより、上記反応は常温でも進行
する旨の報告もなされている。On the other hand, as a chemical denitrification process, ammonium ions by the following reaction (NH 4 +) nitrite ions denitrification reaction of → N 2 + 2H 2 O ... (I) - (NO 2 -) NH 4 + + NO 2 from The method is known. For example, in Rinzo Chitani, "Inorganic Chemistry," Chapter 13, page 600, the following reaction formula NH 4 NO 2 → N 2 + 2H 2 O… (II) is given as an example of a method for producing pure chemical nitrogen. The concentrated aqueous solution is heated to 70 ° C and NH 4 NO 2
It is described to decompose. It has also been reported that the above reaction proceeds even at room temperature by using a ferric salt or the like as a catalyst.
上記(I)式に示す反応による化学的脱窒素プロセスを
採用することにより、必要酸素量を低減して処理コスト
の低減を図ることが可能であるが、このような化学的脱
窒素プロセスを採用するためには、NH4 +の硝化を50%で
止めて、NH4 +/NO2 -=1の硝化処理水とする必要があ
る。By adopting the chemical denitrification process by the reaction shown in the above formula (I), it is possible to reduce the required oxygen amount and reduce the treatment cost. However, such a chemical denitrification process is adopted. In order to do so, it is necessary to stop the nitrification of NH 4 + at 50% and use nitrification treated water with NH 4 + / NO 2 − = 1.
その他、一段で窒素を除去する方法として、固定化亜硝
酸菌を用いアンモニアを亜硝酸に酸化すると同時に生成
した亜硝酸を触媒酸化する方法が提案されている(特開
昭62−197196号)。In addition, as a method of removing nitrogen in one step, a method of oxidizing ammonia to nitrous acid by using immobilized nitrite bacteria and at the same time catalytically oxidizing the generated nitrous acid has been proposed (JP-A-62-197196).
[発明が解決しようとする課題] 上記特開昭62−197196号記載の方法では、常温で触媒酸
化することは困難であり、一方、加熱して触媒酸化する
と固定化菌が熱で死滅してしまうという不具合がある。[Problems to be Solved by the Invention] According to the method described in JP-A-62-197196, it is difficult to carry out catalytic oxidation at room temperature. On the other hand, when catalytically oxidized by heating, immobilized bacteria die due to heat. There is a problem that it ends up.
一方、前述の如く、化学的脱窒素プロセスを採用するた
めには、硝化を50%で止めて、NH4 +/NO2 -=1の硝化処
理水を得る必要があるが、従来において、硝化率をちょ
うど50%に維持し、処理水のNH4 +/NO2 -=1にする効果
的な方法が提案されていない。On the other hand, as described above, in order to adopt a chemical denitrification process, stop the nitrification in 50%, NH 4 + / NO 2 - = 1 for it is necessary to obtain the nitrification treated water, in the conventional nitrification No effective method has been proposed to keep the rate at just 50% and make the treated water NH 4 + / NO 2 − = 1.
硝化槽のpHを下げることにより、硝化を抑制できること
は知られているが、単なるpH制御では硝化率を所望の値
で止めることはできない。即ち、排水中には、通常、pH
緩衝力を有する化合物、例えば重炭酸塩、炭酸塩、リン
酸塩等が含まれているため、pH制御により硝化率をコン
トロールすることは非常に難しい。It is known that nitrification can be suppressed by lowering the pH of the nitrification tank, but it is not possible to stop the nitrification rate at a desired value by merely controlling the pH. That is, in the wastewater, the pH is usually
Since it contains a compound having a buffering power, such as bicarbonate, carbonate, and phosphate, it is very difficult to control the nitrification rate by pH control.
本発明は上記従来の問題点を解決し、硝化率を所望の値
に制御することができる廃水の硝化方法を提供すること
を目的とする。An object of the present invention is to solve the above-mentioned conventional problems and to provide a nitrification method for wastewater, which can control the nitrification rate to a desired value.
[課題を解決するための手段] 本発明の廃水の硝化方法は、アンモニアを含む有機性廃
水を生物学的に硝化する方法において、該廃水のアンモ
ニア濃度及びアルカリ度を測定し、両者の当量比が所定
値になるように酸又はアルカリを添加して硝化菌による
硝化を行い、硝化率を制御することを特徴とする。[Means for Solving the Problems] A method for nitrifying wastewater of the present invention is a method for biologically nitrifying an organic wastewater containing ammonia, in which the ammonia concentration and alkalinity of the wastewater are measured, and the equivalent ratio of both is measured. It is characterized in that an acid or an alkali is added to achieve a predetermined value and nitrification is performed by nitrifying bacteria to control the nitrification rate.
なお、本発明において、添加する酸又はアルカリの種類
としては特に制限はなく、酸としては塩酸、硫酸等を、
またアルカリとしてはNaOH、KOH等を用いることができ
る。In the present invention, the type of acid or alkali to be added is not particularly limited, and as the acid, hydrochloric acid, sulfuric acid, etc.,
Further, as the alkali, NaOH, KOH or the like can be used.
本発明の方法は、廃水のアンモニア濃度及びアルカリ度
を測定し、その当量比が所定値になるように、廃水又は
硝化槽に所定量の酸又はアルカリを添加することによ
り、硝化率を制御する。The method of the present invention measures the ammonia concentration and alkalinity of wastewater, and controls the nitrification rate by adding a predetermined amount of acid or alkali to the wastewater or nitrification tank so that the equivalent ratio becomes a predetermined value. .
たとえば、廃水のアンモニア濃度とアルカリ度の当量比
を1とした場合には、硝化率を50%とし、アンモニア濃
度とアルカリ度の当量比を1未満とした場合には硝化率
を50%を超える値に、アンモニア濃度とアルカリ度の当
量比を1を超える値にした場合には、硝化率を50%未満
にすることができる。なお、アンモニア濃度はインドフ
ェノール青法や滴定法などの常法により測定でき、アル
カリ度はメチルレッドとブロムクレゾールグリンとの混
合指示薬(変色点pH4.8)を用いて滴定により容易に測
定することができる。For example, if the equivalent ratio of ammonia concentration and alkalinity of wastewater is 1, the nitrification rate is 50%, and if the equivalent ratio of ammonia concentration and alkalinity is less than 1, the nitrification rate is over 50%. When the equivalent ratio of ammonia concentration and alkalinity exceeds 1, the nitrification rate can be less than 50%. The ammonia concentration can be measured by a conventional method such as the indophenol blue method or titration method, and the alkalinity can be easily measured by titration using a mixed indicator of methyl red and bromcresol gulin (discoloration point pH 4.8). You can
[作用] 以下に本発明の作用効果を説明することにより、本発明
の方法を詳細に説明する。[Operation] The method of the present invention will be described in detail by explaining the operation and effect of the present invention.
前述の如く、廃水中には重炭酸塩、炭酸塩、リン酸塩等
の様々なpH緩衝力を有する物質即ちバッファーが存在す
る。そして硝化が進行しNO2 -イオンが生成すると共に、
バッファーが消費される。バッファーが全て消費される
とpHが急激に低下し、硝化が止まる。従って、廃水中の
NH4 +濃度とバッファー濃度即ちアルカリ度とを測定し、
この当量比を調整するべく酸又はアルカリを添加するこ
とにより、バッファーを調整し、硝化率を所望の値にす
ることができる。即ち、廃水中のアンモニア濃度とアル
カリ度とが等当量の場合には、廃水中のNH4 +の半分が硝
化されNH4NO2(NH4/NO2=1)が生成した段階でバッフ
ァーが残存しないため、pHが低下し硝化が止まり、硝化
率50%となる。また、アンモニア濃度がアルカリ度より
も高い場合には、硝化率がより少ない段階でバッファー
が全て硝化され硝化が止まった際にNH4 +が残存し、硝化
率は50%未満となる。一方、アンモニア濃度がアルカリ
度よりも低い場合には、硝化が半分進行した段階でも、
バッファーが残存するためpHは下がらず、更に硝化が進
み硝化率は50%を超えるものとなる。As described above, there are substances having various pH buffering properties, that is, buffers such as bicarbonates, carbonates and phosphates in the waste water. Then, as nitrification progresses and NO 2 − ions are generated,
The buffer is consumed. When all the buffer is consumed, the pH drops sharply and nitrification stops. Therefore, in the wastewater
Measure NH 4 + concentration and buffer concentration, that is, alkalinity,
By adding an acid or an alkali to adjust this equivalence ratio, the buffer can be adjusted and the nitrification rate can be set to a desired value. That is, when the ammonia concentration and alkalinity and the like equivalent in wastewater is a buffer at the stage where NH 4 + half in the wastewater is generated NH 4 NO 2 is nitrification (NH 4 / NO 2 = 1 ) Since it does not remain, the pH drops and nitrification stops, resulting in a nitrification rate of 50%. Further, when the ammonia concentration is higher than the alkalinity, NH 4 + remains when the buffer is nitrified and nitrification is stopped when the nitrification rate is lower, and the nitrification rate is less than 50%. On the other hand, when the ammonia concentration is lower than the alkalinity, even when the nitrification has progressed to half,
Since the buffer remains, the pH does not decrease, nitrification further progresses, and the nitrification rate exceeds 50%.
以下に、本発明の方法に従って、硝化率を50%とし、NH
4/NO2=1の処理水を得る場合の作用効果について説明
する。In the following, according to the method of the present invention, the nitrification rate was set to 50%, and NH
The effect of obtaining treated water with 4 / NO 2 = 1 will be described.
生物的硝化反応は次の基礎式で示される。The biological nitrification reaction is represented by the following basic formula.
NH4 ++3/2O2→NO2 -+H2O+2H+ …(III) 従来においては生成するH+によるpHの低下を防ぐため通
常、pHコントロールを行なって100%硝化を行なってい
る。NH 4 + + 3 / 2O 2 → NO 2 − + H 2 O + 2H + (III) Conventionally, in order to prevent the decrease of pH due to H + produced, pH control is usually performed to perform 100% nitrification.
一方、廃水中のNの形態は有機−N、NH4−Nが多く、
その発生の源は、タンパクのアミノ基の分解による。廃
水中に共存するBODが微生物の酸化を受けると、CO2の生
成があり、これとNH4 +が結合して、生物処理を受けたあ
とのNH4の形態はNH4HCO3となる。NH4HCO3をpH無調整で
硝化反応を行なった時の反応式は下記の通りである。On the other hand, the form of N in wastewater is mostly organic-N, NH 4 -N,
The source of its generation is due to the decomposition of amino groups of proteins. When BOD coexisting in the waste water is subjected to oxidation of the microorganisms, there is the generation of CO 2, which the NH 4 + are bonded, form of NH 4 after it has received the biological treatment becomes NH 4 HCO 3. The reaction formula for the nitrification reaction of NH 4 HCO 3 without adjusting the pH is as follows.
NH4HCO3+3/4O2→1/2NH4NO2+3/2H2O+CO2 ……(IV) NH4NO2が生成した時、原水中のNH4HCO3は全て消費さ
れ、これ以外のバッファーが液中になければ、pHが低下
し、硝化が止まる。即ち、NH4/NO2=1の状態で自然に
反応が停止する。NH 4 HCO 3 + 3 / 4O 2 → 1/2 NH 4 NO 2 + 3 / 2H 2 O + CO 2 …… (IV) When NH 4 NO 2 is produced, all NH 4 HCO 3 in the raw water is consumed, and other than this If the buffer is not in the liquid, the pH will drop and nitrification will stop. That is, the reaction spontaneously stops when NH 4 / NO 2 = 1.
しかしながら、実際の廃水が全てバッファーとしてNH4H
CO3のみから構成されているとは限らず、例えば、工場
廃水などからNH4 +のみが流入することもあれば、HCO3 -
以外のバッファー(例えばリン酸バッファーなど)が存
在することもある。このような場合では、pH無調整で反
応を行なわせた場合、その終点は、前者の例では、NH4/
NO2>1となり、後者の例ではNH4/NO2<1となり、NH4/
NO2=1の水は得られない。However, all the actual wastewater was used as a buffer for NH 4 H.
CO 3 not necessarily be composed only of, for example, some that only NH 4 + flows from such industrial waste water, HCO 3 -
Other buffers (eg phosphate buffer etc.) may be present. In such a case, when the reaction is carried out without pH adjustment, the end point is NH 4 /
NO 2 > 1, and in the latter case NH 4 / NO 2 <1, NH 4 /
Water with NO 2 = 1 cannot be obtained.
従って、あらゆる廃水に対してNH4/NO2=1とするため
には、NH4 +濃度と、液のバッファー量即ちアルカリ度を
測定して、予めその当量比を調整することが必要にな
る。即ち、前者の例では、所定量のアルカリを添加し、
後者では酸を添加してバッファーを相殺しておく。Therefore, in order to set NH 4 / NO 2 = 1 for all wastewater, it is necessary to measure the NH 4 + concentration and the buffer amount of the liquid, that is, the alkalinity, and adjust the equivalent ratio in advance. . That is, in the former example, by adding a predetermined amount of alkali,
In the latter case, acid is added to offset the buffer.
このように、本発明に従って、廃水のアンモニア濃度と
アルカリ度を測定し、両者の当量比が1になるように酸
又はアルカリを添加して硝化菌による硝化を行なうこと
により、硝化率を50%としてNH4/NO2=1の処理水を得
ることが可能とされ、この場合には、亜硝酸型硝化とNH
4NO2の化学的分解とを段階的に行うことにより、効率的
な硝化、脱窒を行なうことが可能とされる。Thus, according to the present invention, the ammonia concentration and alkalinity of the wastewater are measured, and acid or alkali is added so that the equivalent ratio of the two becomes 1, and nitrification by nitrifying bacteria is performed to obtain a nitrification rate of 50%. As a result, it is possible to obtain treated water with NH 4 / NO 2 = 1. In this case, nitrite type nitrification and NH
By performing chemical decomposition of 4 NO 2 in stages, it is possible to carry out efficient nitrification and denitrification.
なお、本発明の方法は、上記の如く、硝化率を50%に制
御する場合に限らず、硝化率を他の値として、NH4/NO2
が1以外の処理水を得る場合にも適用できることは言う
までもない。It should be noted that the method of the present invention, as described above, not only in the case of controlling the nitrification rate of 50%, a nitrification rate as other values, NH 4 / NO 2
Needless to say, the present invention can be applied to the case of obtaining treated water other than 1.
[実施例] 以下に実施例を挙げて本発明をより具体的に説明する。[Examples] The present invention will be described more specifically with reference to Examples.
実施例1 し尿の嫌気性消化処理水(Run1)、石油精製廃水(Run
2)及びアルカリ度が高い廃水(Run3)を原水として、
それぞれ高分子ゲルで固定化した硝化菌(充填率30重量
%)により滞留時間をそれぞれ2日、18時間、5時間と
して処理した。Example 1 Human waste anaerobic digestion treated water (Run1), petroleum refinery wastewater (Run
2) and wastewater with high alkalinity (Run3) as raw water,
The treatment was performed with nitrifying bacteria (filling rate: 30% by weight) immobilized on polymer gels, with retention times of 2 days, 18 hours and 5 hours, respectively.
なお、硝化菌の固定化法は以下の通りである。The method for immobilizing nitrifying bacteria is as follows.
まず、集積硝化菌10g(湿潤重量)を下記組成の溶液A
の100ml中に加えて十分に混合し、これを下記組成の溶
液B(氷冷)の1中に滴下した。この状態で1時間放
置した後、下記組成の溶液C中に30分浸漬してアルギン
酸を溶解させた後、1/50Mトリスバッファー(pH8)で十
分に洗浄し、冷蔵保存した。First, 10 g (wet weight) of accumulated nitrifying bacteria was added to a solution A having the following composition.
Was thoroughly mixed with 100 ml of the above, and this was added dropwise to 1 of solution B (ice-cooled) having the following composition. After leaving it in this state for 1 hour, it was dipped in a solution C having the following composition for 30 minutes to dissolve alginic acid, then thoroughly washed with 1/50 M Tris buffer (pH 8), and stored in a refrigerator.
溶液A ポリアクリルヒドラジド(平均分子量183):3重量% アルギン酸ソーダ:0.5重量% 1/50Mトリスバッファー(pH8) 溶液B CaCl2・2H2O:2重量% グリオキザール:0.1重量% 1/50Mトリスバッファー(pH8) 溶液C K2HPO4:1.46重量% KH2PO4:0.226重量% 1/50Mトリスバッファー(pH8) 運転はNO2型硝化とするために、運転初期においてはDO
(溶有酸素)<0.2にし、NO2 -の蓄積が見られた時点で
通常のDO運転に切り替えた。各廃水のNH4−N濃度とア
ルカリ度を第1表に示す。また、pH無調整で約2ヶ月間
運転した後の処理水の平均水質を第2表に示す。Solution A Polyacrylic hydrazide (average molecular weight 183): 3% by weight Sodium alginate: 0.5% by weight 1 / 50M Tris buffer (pH 8) Solution B CaCl 2 · 2H 2 O: 2% by weight Glyoxal: 0.1% by weight 1 / 50M Tris buffer (PH8) Solution C K 2 HPO 4 : 1.46% by weight KH 2 PO 4 : 0.226% by weight 1 / 50M Tris buffer (pH 8) DO 2 was used at the beginning of the operation in order to operate NO 2 type nitrification.
(Dissolved oxygen) was set to <0.2, and normal DO operation was switched to when NO 2 − accumulation was observed. Table 1 shows the NH 4 —N concentration and alkalinity of each wastewater. Table 2 shows the average water quality of treated water after operating for about 2 months without pH adjustment.
第1表及び第2表より明らかなように、廃水の有する本
来のアルカリ度の相違により、得られる処理水のNH4 +−
N/NO2 -−Nは0.1〜15で大きく変動した。 As is clear from Tables 1 and 2, due to the difference in the original alkalinity of the wastewater, NH 4 + -
N / NO 2 - -N varied greatly 0.1-15.
そこで、アルカリ度が不足したRun2の原水にNaOHを70mg
当量/、また、アルカリ度が過剰なRun3にはH2SO4を1
5mg当量/連続的に添加したところ、数日後には、処
理水のNH4 +−N/NO2 -−N≒1となった。Therefore, 70 mg of NaOH was added to the raw water of Run 2 which lacked alkalinity.
Equivalent / Also, 1 H 2 SO 4 for Run 3 with excess alkalinity
5mg where eq / was continuously added in a few days, NH 4 + -N / NO 2 of treated water - was the -N ≒ 1.
なお、Run1の処理水を120℃に1時間加熱したところ、
処理水中のNH4 +−Nは15mg当量/、NO2 -−Nは8mg当
量/となり、前記(I)式による化学的脱窒反応が起
こり、良好な処理水が得られた。In addition, when the treated water of Run 1 was heated to 120 ° C. for 1 hour,
NH 4 + -N in the treated water 15mg equivalent /, NO 2 - -N is 8mg eq / next, the chemical denitrification by formula (I) occur, good treated water was obtained.
[発明の効果] 以上詳述した通り、本発明の廃水の硝化方法によれば、
容易かつ確実に硝化率を所望の値に制御することができ
る。[Effects of the Invention] As described in detail above, according to the method for nitrifying wastewater of the present invention,
The nitrification rate can be easily and reliably controlled to a desired value.
このため、本発明の方法を採用することにより、硝化を
亜硝酸型硝化として硝化率を50%に抑え、NH4 +−N/NO2 -
−N≒1の処理水を得ることが可能とされ、化学的脱窒
プロセスの適用により、容易かつ低コストに、廃水の硝
化、脱窒を行なうことが可能とされる。Therefore, by employing the method of the present invention, to suppress the nitrification rate of 50% nitrification as nitrite-type nitrification, NH 4 + -N / NO 2 -
It is possible to obtain treated water of −N≈1, and it is possible to nitrify and denitrify the wastewater easily and at low cost by applying the chemical denitrification process.
Claims (1)
硝化する方法において、該廃水のアンモニア濃度及びア
ルカリ度を測定し、両者の当量比が所定値になるように
酸又はアルカリを添加して硝化菌による硝化を行い、硝
化率を制御することを特徴とする廃水の硝化方法。1. In a method for biologically nitrifying an organic wastewater containing ammonia, the ammonia concentration and alkalinity of the wastewater are measured, and an acid or alkali is added so that the equivalent ratio of the two becomes a predetermined value. Nitrification by nitrifying bacteria to control the nitrification rate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1020317A JPH0773714B2 (en) | 1989-01-30 | 1989-01-30 | Wastewater nitrification method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1020317A JPH0773714B2 (en) | 1989-01-30 | 1989-01-30 | Wastewater nitrification method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH02198696A JPH02198696A (en) | 1990-08-07 |
| JPH0773714B2 true JPH0773714B2 (en) | 1995-08-09 |
Family
ID=12023754
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1020317A Expired - Fee Related JPH0773714B2 (en) | 1989-01-30 | 1989-01-30 | Wastewater nitrification method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0773714B2 (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4882175B2 (en) * | 2001-07-17 | 2012-02-22 | 栗田工業株式会社 | Nitrification method |
| EP1595852B1 (en) * | 2003-02-21 | 2016-02-10 | Kurita Water Industries Ltd. | Method for treating water containing ammonia nitrogen |
| JP4910266B2 (en) * | 2004-03-01 | 2012-04-04 | 栗田工業株式会社 | Nitrification method and treatment method of ammonia-containing nitrogen water |
| JP2006320844A (en) * | 2005-05-19 | 2006-11-30 | Japan Organo Co Ltd | Method and apparatus for treating waste water |
-
1989
- 1989-01-30 JP JP1020317A patent/JPH0773714B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH02198696A (en) | 1990-08-07 |
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